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Equivalent linear analysis of seismic-isolated bridges subjected to near-fault ground motions with forward rupture directivity effect

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Structures, , n. 1, v. 29
Page(s): 21-32
DOI: 10.1016/j.engstruct.2006.04.004
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1016/j.engstruct.2006.04.004.
  • About this
    data sheet
  • Reference-ID
    10161715
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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